HomeMy WebLinkAboutBOAT LIFTCenter
Line
8 8—
R
B A Q �hllXf I\
N
GUIDE POLE F
I—\
F
D
0
4•
7
C�
Mean High Tide — — 10 WELD E
J
Mean Low Tle—
Existing Berm
(Depth Varies)
-----------
K
24" Min.
Embedment
Typical Section @ Seawall
Scale: 3/, = 1=0" Mph 4 1%\%
F
G 6'
(Typical
Can Vary)
65'-90' 1
M
L
Exist. Seawall
To Remain
RECeVED
APR 01 2018
Permit"'
e St muna o®partm,t
de �O"nty
oinless steel threaded rods
IY 150 or approved equal),
embedment set in epoxy
SCANNED
BY
Geuerol Notes: St. LUcl COUr
• Design in accordance with Florida Building Code, 6th Edition (2017).
• This lifting structure has been designed to withstand wind loads associated with speeds of V (ult) = 180 MPH, (3 Second
Gust) Exposure 'D' without a boat on the lift per ASCE 7-10 using above ground sign1wall method. The lifting structure
including boot has been designed to withstand wind speeds of V (ult) = 73 MPH in Exposure 'D'.
• Boats shall not be stored on lift during high wind events.
• Do not scale drawings for dimensions.
• Licensed Contractor to verify location of existing utilities prior to commencing work.
• The Licensed contractor to install and remove all shorin} and bracing as required for the proper installation of the work.
• Licensed Contractor to obtain all permits as necessary from all Local, State, and Federal agencies.
• Aluminum: Material 6061 T6 Aluminum, all welds are min. 4" full fillet weld using 5556 filler alloy, all welding must conform to
AISC steel construction manual 14th ED as inspected and verified by pthers. The contractor is responsible to insulate aluminum
members from dissimilar metals to prevent electrolysis.
• Aluminum members in contact with concrete and wood shall be protected by "Koppers Bituminous Paint" or Polyethylene Tape
UHMW (ultra high molecular weight). 11.7 mils (0.30 mm) min. total thickness in accordance with current Florida Building Code.
• All anchors to be Hilti Brand or Approved Equal. All bolts shall be hot dipped galvanized or stainless steel & meet the
requirements of ASTM A304 with hardened washers and hex nuts. Washers shall be used between wood & bolt head & between
wood &.nut. Where generic fasteners are labeled in details, capacities shall be equal to or greater than Hilti Kwik Bolt II or
Red Head thru bolts SAE Grade 5 or better. Embedment depths specified herein are depths into solid substrate and do not
included thickness of other finishes. ,
MW Engineering has no control of the manufacturing, performance or installation of this product. These generic plans were
engineered in accordance with accepted engineering practices and data provided by the manufacturer.
• Piles shall be driven to refusal and sufficiently penetrated into sand or rock strata to support lift capacity, weight and loads.
• Each pile to carry commensurate load LE. 114th lift capacity for 4—post lift (Factor of Safety of 1.5)
• 1,11owoble minimum compression pile capacity of 5 tons.
• The contractor of record shall verify pile type, installation ead o ' i o010 CWC%with FBC 6th ED (2017)
• Sub —surface conditions can vary greatly. � � REVIEWED FOR
FCODE COMPLIANCE
4;'r L 1 AP`IC r%r%l fir's as
DATE
NOTES REVISIONS
NOT VALID UNLESS SIGNED WITH
ORIGINAL ENGINEER'S SIGNATURE
AND rSEDEMBOSSEDSEAL
MW ENGINEERING INC
902 NE 1 Street Suite #2
Pompano Beach, Florida 33060
Ofc: 754-333-0877
W W W. MwEngineering, net
Proposed Elevators
5,000 lb
to
24 000 lb
NEPTUNE BOAT LIFTS
228 SW 21 Terrace
Fort Lauderdale, Florida 33312
Phone: 954-524-3616
Fax: 954-524-3604
A I
32
0110712018
Changed FBC Note
9ATE 05.12.2015
DRAWN BY: WRT
CHECKED BY. WM
MARK E. WEBER, P.E. —
LICENSE #538951 CA 30702
JOB NO: M.tar 3q.dx q
Sheet 1 of 3
i
E
C
E
E
F
C.7
H
r
J
K
L
M
N
O
P
Q
R
Components
ift Capacity
(In Pounds) 5,000
7,000
10,000
12,000
14,000
15,000
17,000
20,00(
24,000
t.(2
arriage Boom
Requiredper Lift Arm) AS C 6"x3.6
AS C 8"x4.3
- AS C 10"x5.3
AS C 12"x7.4
Cradle Arm AA I - 6"x4.7
AA 18"x7.1
AA 110"x8.7
AA 170'k10.286
AA 112"x11.7
AA 112"x14.3
usset Plate
ired per Lift Arm) a"'XY Flat Bar
lLowerGuide
}"x4" Flat Bar
j'X5" Flat Bar
}"x6" Flat Bar"x8"Flat
Bar
Carriage Angleired per Lift Arm) Z')Q x3" Angle
s"x3'k4"Angle
s"x4"x6"Angle
Carriage Angleired per Lift Arm) �"x2'k3" Angle
J"x3'k4"Angle"x4"x6"Angle
ulley Plateired per Lift Arm) �'k6" Flat Bar
}"x6" Flat Bar
}'k6" Flat Bar
}"x8" Flat Bar
r Guide Wheelired
per Lift Arm) 4"Diameter
5'SQ"x"I.D.6"
Diameter
r Guide Wheel
(1 Required per Lift Arm) 4"Diameter
4"x5-3/4"x
11/8"ID
6" Diameter
Cable Size
(Stainless Steel) 7" Diameter 7x19 SS 304
J" Diameter
7x19 SS 304
Guide Track AA I - 6"x4.7
AA I - 8"x6.3
AA I - 8"x7.1
AA I - 10"x8.7
AA I-10"x10.286
AA 112"x11.7
AA 112"x14.3
Guide Track To Guide
l rack Brace AA CS 4"x1.8
AA CS 5"x2.2
AA CS 6"x2.8
Attachment (2) J'xZx3" Angl with welded
Bracket
t with
welded z"
(2) "x3"xhick
Thick Inner Plate
Inner Plate Inneglesr
Thick Inner Plate welded'" Thick Inner Plate
eldee'k Thick
Track Mount Connector
(2 Required per Lift Arm) j'k2"x4"Angle8 "Bolts
j'x3"x4"Angle &t"Bolts }"x3"x6"Angle 8t"Bolts
Motor Size
(Horse PowerNoltage)
Guide Post
Socket 2" Diameter Schedule 80 Pipe
3" Diameter Schedule 80 Pipe
Bunk Bracket Support
(2 Each Side of Lift Arm) T x2"x2"
Bunk Boards " " 3x8Pressure Treated
3"x10" Pressure Treated
Southern Yellow Pine #1
Southern Yellow Pine #1
B
a
a
B
B—
C
Dimensions
ft Capacity
Lin
(IPounds)
5,000
7,000
10,000
12,000
14,000
15,000
17,000
20.000
24,000
1
10,
10,
10,
10,
10,
10,
10,
10,
10,
2
7'
7'
8'
8'
8'
8'
10,
10,
10,
3
6"
6"
6"
6"
6"
6"
6"
6"
6"
.Y
4
6'
6'
6'
6'
6'
6'
6'
6'
6'
`m
5
1,_6"
1'-6"
1,_6"
1'-6"
V-6"
1'-6"
1'-6"
V-6"
1'-U"
0
N
`m
E_
6
2'-8"
2'-8"
2'-8"
2'-11"
2'-11"
2'-11"
3'-3"
3'-3"
3'-3"
6
7
4'
4'
4'-6"
5'
5'
5'
6'
6'
6'
8
P_6"
1'-6"
1'-6"
1'-6"
V-6"
V-6"
V-6"
T_6"
1'-6"
9
13"
13"
13"
13"
13"
13"
13"
13"
13'
10
81. 1
87 1
a"
a" I
a•
a-
87 11
9"
10"
3
DATE NOTES REVISIONS
NOT VALID UNLESS SIGNED WITH
ORIGIFL ENGINEER'S SIGNATURE
AN RAISED MBOSSED SEAL
MW ENGINEERING INC
902 NE 1 Street Suite #2
Pompano Beach, Florida 33060
Ofc: 754-333-0877
WWWRwEngineering.net
Proposed Elevators
p
5,000 lb
to
24 000 lb
'
NEPTUNE BOAT LIFTS
228 SW 21 Terrace
Fort Lauderdale, Florida 33312
Phone: 954-524-3616
Fax: 954-524-3604
ac"i r. 32
Ol/07/2018 Changed FBC Note
DAM- 05.12.2015
Ow`x'N BY. WRT
CHECKED BY. WM
MARK E. WEBER, P.E.
LICENSE#538951 CA 30702
JOB No: Elevator 32dw9
Sheet 3 of 3
t